Uplift Performance of Suction Foundations in Sandy Soils for Offshore Platforms
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-023-02709-w.pdf
Reference32 articles.
1. Acosta-Martinez HE, Gourvenec SM, Randolph MF (2008) An experimental investigation of a shallow skirted foundation under compression and tension. Soils Found 48(2):247–254. https://doi.org/10.3208/sandf.48.247
2. Allersma HGB, Jacobse JA, Krabbendam RL (2003) Centrifuge tests on uplift capacity of suction caissons with active suction. The thirteenth international offshore and polar engineering conference.
3. Bang S, Jones KD, Kim KO et al (2011) Inclined loading capacity of suction piles in sand. Ocean Eng 38(7):915–924. https://doi.org/10.1016/j.oceaneng.2010.10.019
4. Cao JC (2003) Centrifuge modeling and numerical analysis of the behavior of suction caissons in clay. Memorial University of Newfoundland, Canada
5. Chen R, Gaudin C, Cassidy MJ (2012) Investigation of the vertical uplift capacity of deepwater mudmats in clay. Can Geotech J 49(7):853–865. https://doi.org/10.1139/t2012-037
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